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Drifts and dynamics for a Splitter and a Stabilizer
Source：Internet Author：Unknow Pubdate：2008-04-15  
IJR (Structural) 14 Jun 05 10:59
I am a structural engineer and I am assigned to help petroleum engineers set up these tall slender units in a zone of high seismicity and high speed winds.

Curious I am on the following:

1) Limit drift under wind and seismic loading, say service level

2)Any stricter requirements on vortex induced vibrations?


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